US-150 over CLARKS RUN

Map

Coordinates:
+37.62861, -84.74583
37°37'43" N, 84°44'45" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	US-150 over CLARKS RUN
Structure number:	011B00009N
Old structure number:	0110150B0009 `(from 1992 edition)`
Location:	.45 MI E OF JCT KY 52
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	27.6 ft. `[8.4 m]`
Total length:	131.9 ft. `[40.2 m]`
Roadway width between curbs:	22.3 ft. `[6.8 m]`
Deck width edge-to-edge:	30.2 ft. `[9.2 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1951
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	4
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,088 `[as of 2016]`
Truck traffic:	8% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	77.4
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$499,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Satisfactory	Satisfactory	Satisfactory	3088	77.4
October 2016	Fair	Fair	Fair	Satisfactory	3100	65.3
October 2014	Fair	Satisfactory	Fair	Satisfactory	3100	66.3
October 2012	Fair	Satisfactory	Fair	Satisfactory	3270	66.3
October 2010	Fair	Fair	Fair	Fair	3230	65.3
October 2008	Fair	Fair	Fair	Fair	3170	65.3
October 2006	Fair	Fair	Fair	Fair	3240	65.3
October 2004	Fair	Satisfactory	Fair	Fair	3297	66.3
October 2002	Fair	Satisfactory	Satisfactory	Satisfactory	3207	77.4
October 2000	Fair	Satisfactory	Satisfactory	Satisfactory	3207	75.4
October 1998	Good	Good	Good	Good	3207	75.4
October 1996	Good	Good	Good	Good	2580	79.3
October 1994	Good	Good	Good	Good	2509	79.5
October 1992	Good	Good	Good	Good	2509	79.5
October 1990	Good	Good	Good	Good	2509	79.5

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	660	557	15	88	0
Deck
Reinforced Concrete Top Flange	sq. ft.	3,993	3,911	19	63	0
Wearing Surfaces	sq. ft.	2,926	856	2,070	0	0
Substructure
Reinforced Concrete Column	each	9	8	0	1	0
Reinforced Concrete Abutment	linear ft.	112	110	2	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	64	64	0	0	0
Reinforced Concrete Pier Cap	linear ft.	120	58	13	49	0
Joints
Compression Joint	linear ft.	123	0	0	120	3
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	264	246	16	2	0